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Westbrook Sr Housing Phase III concrete test report 74 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: REPORT NUMBER: : PAGE #: 1 INSPECTION DATE: OUR FILE NUMBER:7 INSPECTOR & TEST SET: MIKE MARQUETTE #7 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 1 : PLACEMENT LOCATION OF LOAD # 2 : PLACEMENT LOCATION OF LOAD # 3 : 1 2 0 3 47 / 68079 49 / 68080 32 / 68082 12.00 / 12.00 #12.00 / 24.00 11 12.00 / 36.00 11.35 10.15 / 10.38 0 ##10.29 / 10.50 0 10.46 / 11.11 0 10.45 / 10.53 # 10 10.54 / 11.00 ##11.13 / 11.21 11.00 MAX: 1.50 )10 0.63 0 10 0.52 0 10 0.58 0 0.15 6.00 # 0.29 7.00 11 0.46 7.50 11 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.21 6.00 7.00 7.50 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.00 1 7.00 1 7.50 1 ENTRAINED AIR ( % VOL) (SPEC: - 3.00 ) 2.80 0 0.00 0 0.00 0394800 UNIT WEIGHT (PCF) (SPEC:-0.00 ) 149.54 0 0.00 0 0.00 0 - 90 ) 80 0 81 0 80 0 NUMBER OF TEST SPECIMEN CAST:6 0 0 0 0 210302 - 210307 0 0 0 0 0 0 1: CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39 P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: CEMENT:LBS.CYLINDER TEST UNIT CEMENT:LBS. NUMBER DATE P.S.I. GAL. COARSE AGGREGATE #1: LBS.210302 09/08/21 7 3630 0 COARSE AGGREGATE #2: LBS.210303 09/08/21 7 3550 0 COARSE AGGREGATE #3: LBS.210304 09/29/21 28 4360 0 FINE AGGREGATE: LBS.210305 09/29/21 28 4400 0 ADMIXTURE #1: OZS.210306 09/29/21 28 4520 0 ADMIXTURE #2: OZS.210307 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 01/00/00 0 0 X RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X Robert BehanRobert BehanRobert BehanRobert Behan APPLIED LOAD 7 09/01/21 1162.010 210302 70's: CLOUDY PROJECT: CONSTRUCTION TECHNOLOGY MR. DARREN VanDeWARKER SCHEMERHORN CONSTRUCTION, INC. 536 BAY ROAD, SUITE 2 QUEENSBURY, NEW YORK 12804 WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY. IF APPLICABLE: DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: CONCRETE TEMP. (F) (SPEC: SLUMP OF CONCRETE INTO PUMP: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): LAB CYLINDER CONTROL NUMBERS: WATER: 0 0 DESIGN STRENGTH & FORMULA: 3: TIME CONC. BATCHED / ARRIVED: 45,600 DAYS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 DISCREPANCIES & REMARKS: 0.0 4: 0.0 5: 6: 7: 8: 1: FILE 2: SUPPLIER 0 0 0 55,250 44,600 0 0 54,700 56,800 0 0 0 0 0 0 0 0.0 0 0 0 0 BONDED CONCRETE, INC. CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP ULTIMATE 09/02/21 0.00 C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S 0.00 TEST AGE 3000 BUILDING #3: HAUNCHES: EAST PROCEEDING WEST BUILDING #3: HAUNCHES: EAST PROCEEDING WEST PLACEMENT LOCATION OF LOAD # BUILDING #3: HAUNCHES: EAST PROCEEDING WEST 0.00 45 PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. PER DRAWING: S-202, DETAIL: 5 GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT AREA REINFORCEMENT: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. PLACEMENT WEATHER PROTECTION: 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: REPORT NUMBER: : PAGE #: 2 INSPECTION DATE: OUR FILE NUMBER:7 INSPECTOR & TEST SET: MIKE MARQUETTE #7 ATT'N: AMBIENT WEATHER: OUR FILE LOCATION: 4 : PLACEMENT LOCATION OF LOAD # 5 : PLACEMENT LOCATION OF LOAD # 6 : 4 5 0 6 47 / 68083 49 / 68084 32 / 6808 12.00 / 48.00 #12.00 / 60.00 12 12.00 / 72.00 12.58 11.12 / 11.43 0 ##11.39 / 12.02 0 11.49 / 12.20 0 11.46 / 12.07 # 12 12.09 / 12.15 ##12.22 / 12.35 12.00 MAX: 1.50 )11 0.92 0 11 0.60 0 11 0.77 0 0.12 6.75 # 0.39 6.75 12 0.49 7.00 12 WATER ADDED ONSITE (GALLONS):0.00 0 0.00 0 0.00 0 WATER ADDED AT DISCRETION OF:0.00 # 0.00 ##0.00 0.35 6.75 6.75 7.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 )6.75 1 6.75 1 7.00 1 ENTRAINED AIR ( % VOL) (SPEC: - 3.00 )0.00 0 2.20 0 0.00 0039010 UNIT WEIGHT (PCF) (SPEC:-0.00 )0.00 0 147.76 0 0.00 0 - 90 ) 81 0 82 0 81 0 NUMBER OF TEST SPECIMEN CAST:0 0 6 0 0 0 0 210308 - 210313 0 0 0 1: CONCRETE SUPPLIER:CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: C39 P.S.I. @ 28 DAYS :UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: CEMENT:LBS.CYLINDER TEST UNIT CEMENT:LBS. NUMBER DATE P.S.I. GAL. COARSE AGGREGATE #1: LBS.210308 09/08/21 7 3410 0 COARSE AGGREGATE #2: LBS.210309 09/08/21 7 3500 0 COARSE AGGREGATE #3: LBS.210310 09/29/21 28 4110 0 FINE AGGREGATE: LBS.210311 09/29/21 28 4050 0 ADMIXTURE #1: OZS.210312 09/29/21 28 4160 0 ADMIXTURE #2: OZS.210313 01/00/00 SPARE 0 X ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X REPORT DISTRIBUTION:0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X 0 0 0 01/00/00 0 0 X RESPECTFULLY SUBMITTED,0 0 0 0 01/00/00 0 0 X CONSTRUCTION TECHNOLOGY 0 0 0 0 01/00/00 0 0 X 0 0 0 0 01/00/00 0 0 X ROBERT BEHAN (NICET)0 0 0 0 01/00/00 0 0 X MANAGER TECHNICAL SVCS.0 0 0 0 01/00/00 0 0 X CONSTRUCTION TECHNOLOGY SCHEMERHORN CONSTRUCTION, INC.7 536 BAY ROAD, SUITE 2 09/01/21 QUEENSBURY, NEW YORK 12804 1162.010 MR. DARREN VanDeWARKER 70's: CLOUDY PROJECT:WESTBROOK SENIOR HOUSING: PHASE III: QUEENSBURY, NY.210308 C O N C R E T E F I E L D I N S P E C T I O N & C O M P R E S S I O N T E S T R E S U L T S PLACEMENT LOCATION OF LOAD # BUILDING #3: HAUNCHES: EAST PROCEEDING WEST BUILDING #3: HAUNCHES: EAST PROCEEDING WEST BUILDING #3: HAUNCHES: EAST PROCEEDING WEST DELIVERED LOAD NUMBER: TRUCK NUMBER / TICKET NUMBER: YARDAGE DELIVERED / SUBTOTAL: TIME CONC. BATCHED / ARRIVED: TIME PLACEMENT BEGAN / ENDED: CONCRETE AGE ( HOURS ) (SPEC: SLUMP ON ARRIVAL (INCHES): SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 0.00 0.00 0.00 CONCRETE TEMP. (F) (SPEC:45 LAB CYLINDER CONTROL NUMBERS: DISCREPANCIES & REMARKS: CONTRACTOR NOTIFIED: LOAD 4,5,6: SLUMP PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED.PER DRAWING: S-202, DETAIL: 5 PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT & CLEANLINESS. FREE OF DEBRIS & STANDING WATER/ICE/SNOW. GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED. NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT WEATHER PROTECTION: PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 BONDED CONCRETE, INC. DESIGN STRENGTH & FORMULA: 3000 09/02/21 0 TEST AGE ULTIMATE 0 DAYS APPLIED LOAD WATER:0.0 42,850 43,950 51,650 0 50,900 0.0 52,300 0 0 0.0 0 0 0 1: FILE 5:0 2: SUPPLIER 6:0 3:7:0 Robert BehanRobert BehanRobert BehanRobert Behan 0 0 0 4:8:0 0 0 0